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Home My WebLink AboutOCRR 2060CORNER DESIGNATION NOT TO SCALE T17S R13E W 1/4 41 19 13 ■ 18 241119 V) U O U rn a voi W U a) o) UD N N N tV T_ O O O O Z Z 1/4 COR. �ir 0 z V) U � 00 U O 00 MONUMENT DETAIL �3 N 0 20 40 SCALE I" = 20' FOUND SET a w OG'L to SEE D.C.S.O. FIELD BOOK 2021, PAGES 41-43 °�' ItJA It N MAGNETIC DECLINATION: 140E•C/4 24 19 GD in MPERSONNEL nJACOB PRESENT. KEVIN SAMUEL, PLS - POWELL, PLS .)JERROD DAVIS MCCONNELL T �,'� l� e 0MATHEW �ti 0 NARRATIVE 24 19 THE PURPOSE OF THIS OREGON CORNER RESTORATION RECORD WAS TO INSTALL A MONUMENT WELL AND TO RESET AND REFERENCE THE 1/4 CORNER IN PREPARATION FOR THE RE -PAVING OF DICKEY ROAD. SKETCH DESCRIPTION OF CORNER EVIDENCE FOUND: FOUND 2-1/7 BRASS CAP STAMPED AS SHOWN ABOVE, INSIDE 4" IRON PIPE 2-3' BELOWASPHALT IN THE SOUTHBOUND TRAVEL LANE OF DICKEY ROAD, FROM WHICH: 1. FOUND NAIL AND WASHER INSCRIBED "LS 2033" IN SW FACE 18" DIAMETER JUNIPER UP 25' FROM GROUND, BEARS N29055'E, 49.76 (RECORD N340E 49.78% O.C.R.R. 0952). 2. FOUND NAIL AND WASHER INSCRIBED "LS 2033" IN SE FACE 16" DIAMETER DOUBLE JUNIPER UP 3.5' FROM GROUND, BEARS N41014'W, 59.25' (RECORD N440W 59.3(Y, O.C.R.R. 0952) FOUND HEALED BLAZE ON NORTH FACE UP 4.5' FROM GROUND, (N420W 59.61', D.C.R.D. 290) DESCRIPTION OF MONUMENTS AND ACCESSORIES ESTABLISHED: THE POSITION OF THE FOUND 21/2" BRASS CAP AGREED WITH PUBLISHED COCS COORDINATES AND WITH THE FOUND REFERENCES. AT THE POSITION OF THE FOUND 2-1/2" BRASS CAP, SET A 3-1/4" ALUMINUM CAP MARKED AS SHOWN ABOVE, ON 5/8" DIAMETER X 24" IRON ROD, INSIDE STANDARD CAST IRON MONUMENT WELL, FROM WHICH: 3. SET 1-1/2" MAG NAIL WITH 1-1/4" WASHER INSCRIBED "DCSO" ON SE SIDE OF POWER POLE, C.E.C.129610, UP 20' FROM GROUND, BEARS S4718'W, 35.5T TO NAIL, CENTER OF POLE BEARS S50017'W. 4. SET MAG NAIL AND 1-1/4" DIAMETER BRASS WASHER INSCRIBED "DCRD", FLUSH ON SW CORNER OF CONCRETE ELECTRICAL TRANSFORMER PAD, BEARS S27.21'E, 65.9T. NOTE: BEARINGS MEASURED TO THE NEAREST MINUTE BY GPS AND TOTAL STATION. BASIS OF BEARINGS BEARINGS, DISTANCES AND COORDINATES ARE GRID VALUES BASED ON THE CENTRAL OREGON COORDINATE SYSTEM (COCS). THE BASIS OF BEARINGS FOR THIS SURVEY IS DEFINED AS FOLLOWS: LINEAR UNIT. INTERNATIONAL FOOT (ift) ELLIPSOIDAL DATUM (AND REALIZATION): NAD83(1991) PROJECTION: TRANSVERSE MERCATOR LATITUDE OF GRID ORIGIN: 4300OW N LONGITUDE OF CENTRAL MERIDIAN: 121 *17'00" W NORTHING AT GRID ORIGIN: 0.000 ift EASTING AT CENTRAL MERIDIAN: 3,300,000.000 ift SCALE FACTOR ON CENTRAL MERIDIAN: 1.00016 (EXACT) ALL DISTANCES AND BEARINGS SHOWN HEREON ARE PROJECTED (GRID) VALUES BASED UPON THE PRECEDING PROJECT DEFINITION. THE BASIS OF BEARINGS IS GEODETIC NORTH. NOTE THAT THE GRID BEARINGS SHOWN HEREON (OR IMPLIED BY GRID COORDINATES) DO NOT EQUAL GEODETIC BEARINGS DUE TO MERIDIAN CONVERGENCE. PROJECT CONTROL WAS ESTABLISHED WITH GPS REAL TIME KINEMATIC (RTK) OBSERVATIONS USING CORRECTORS BROADCAST FROM THE ODOT OREGON REALTIME GPS NETWORK (ORGN) AND THE DESCHUTES COUNTY SURVEYOR'S OFFICE DESCHUTES 13 TRANSFORMATION FOR THE CENTRAL OREGON COORDINATE SYSTEM. SEE THE DESCHUTES COUNTY SURVEYOR'S WEBSITE FOR FURTHER INFORMATION ON THE DESCHUTES 13 TRANSFORMATION. 2 3 FOUND 1-1/4- IRON ROD WITH 3-1/4- ILLEGIBLE ALUMINUM CAP PER OCRR 1958 (REMOVED ALUMINUM CAP AND ADDED CENTER PUNCH TO IRON ROD ON APRIL 10, 2023, OCRR PENDING) FOUND 3-1/4- ALUMINUM CAP 25 30 PER OCRR 1970 NELSON ROAD YELLOW STRIPING (TYP) (ASPHALT SURFACE) COCS POINT t 994 TYPE OF REPORT INDEX FILE NO: O� COCS MARK NAME: 17131940 CONDITION ONLY: ALPHAINUMERIC 10 RENEWED: X CORNER NUMBER: 17131940 NORTHING: 396437.57 ift t0.02 SURVEYED IN: EASTING: 3315732.14 ift t0.02 REFERENCED OUT: X ORTHO HT: 3496.50 ift t0.04 THE COORDINATES AND STANDARD DEVIATION VALUES SHOWN ABOVE ARE THE RESULTING VALUES FOR THE POINT PER A LOCAL LEAST SQUARES ADJUSTED PROJECT CONTROL NETWORK DERIVED FROM INTEGRATED REAL TIME KINEMATICS (RTK) AND TOTAL STATION TIES. HISTORY OF ORIGINAL CORNER AND/OR PREVIOUS RENEWALS 08-31-1870 GLO SURVEY OF THE EXTERIOR BOUNDARY LINES OF T16S, R10, 11, AND 12E, T17S, R11, 12, AND 13E, AND T18, R13E, WILLAMETTE MERIDIAN, BY GEORGE W. NEWMAN, DEPUTY SURVEYOR, UNDER CONTRACT NO. 141, SET STONE 12'k10"x7" FOR 1/4 SECTION CORNER. (NO BEARING TREES OR OTHER ACCESSORIES FOR THIS CORNER WERE DESCRIBED IN THE GLO NOTES) 03-29-1951 (RD03738) NELSON ROAD, DESCHUTES COUNTY FIELD BOOK #N, PAGE 36, SHOWS CORNER MONUMENT NOT FOUND 03-29-1951 (RD02049) DICKEY AND NELSON ROADS ROLL MAP, LOCATED IN THE DESCHUTES COUNTY ROAD DEPARTMENT ENGINEERING VAULT, SHOWS BRASS CAP. 11-19-1964 (RD02514) NELSON ROAD, DESCHUTES COUNTY FIELD BOOK #109, PAGE 32, SHOWS 4" IRON CAP, 3.66' WEST OF THE CENTERLINE -CENTERLINE INTERSECTION OF NELSON ROAD AND DICKEY ROAD, FROM WHICH: -12" JUNIPER BEARS NORTHWEST 59.5' - 8" JUNIPER BEARS NORTHEAST 49.9 02-05-1968 (CS03153) SURVEY BY RICHARD P. HANKINS, P.L.S. 687, SHOWS TIE TO THE SW CORNER GOVERNMENT LOT 2 SECTION 19, NO DESCRIPTION OF MONUMENT SEPT 1968 (CSO4994) SURVEY BY RICHARD W. BURTON, P.L.S. 842, FOUND BRASS CAP IN MONUMENT BOX 02-23-1969 (CS03146) REVISED MAY 16, 1967, SURVEY BY JEAN WM. HAWTHORNE, P.L.S. 454, SHOWS TIE TO CORNER, NO MONUMENT DESCRIPTION 09-15-1969 (CS03152) SURVEY BY RICHARD W. BURTON, P.L.S. 842, FOUND BRASS CAP, NO REFERENCES 08-11-1970 (CS03154) SURVEY BY GEORGE J. COOK, P.L.S. 540, SHOWS TIE TO CORNER, NO MONUMENT DESCRIPTION 01-30-1980 (CS03149) SURVEY BY GEORGE J. COOK, P.L.S. 540, FOUND 2-12" BRASS CAP FROM WHICH: -SET NAIL 12' JUNIPER, BEARS N450W 69.65' -SET NAIL 9 JUNIPER, BEARS N290E 50.20' NO DATE SECTION CORNER DESCRIPTION CARD 290 BY D.C. ROAD DEPT. (UNOFFICAL RECORD), LOCATED AT THE DESCHUTES COUNTY ROAD DEPT. ENGINEERING VAULT, SHOWS FOUND BRASS CAP RECESSED IN ROAD FROM WHICH: - SET FINISH NAIL 4.5' UP ON NORTH SIDE V DIAMETER JUNIPER - SET FINISH NAIL 5.4' UP ON SOUTH SIDE POWER POLE 02-04-1982 (CS02756) SURVEY BY JAMES E. BUSSARD, P.L.S. 599, FOUND BRASS CAP IN MONUMENT BOX, FROM WHICH: - 9" JUNIPER BEARS NORTHWEST 59.80' - 6" JUNIPER BEARS NORTHEAST 50.14' - POWER POLE BEARS SOUTHWEST 37.66 04-29-1982 (CS06447) PLAT OF "CLEVE'S ACRES" BY GARY W. HICKMAN, P.L.S. 1678, FOUND 21/Z" BRASS CAP IN PIPE 06-10-1982 (CS03150) MAJOR PARTITION WP-81-16 BY EDGAR W. GRAVES, P.L.S. 980, FOUND 3" BRASS CAP 12-05-1988 (O.C.R.R. 0952) OREGON CORNER RESTORATION RECORD BY MICHAEL L. TOMPKINS, P.L.S. 2033, FOUND 21l2" BRASS CAP IN MONUMENT BOX IN PAVING, AND 1 BEARING TREE SET BTS (WITH BRASS WASHER AND NAIL IN FACE - LS 2033) - N44°W 59.30' TO A 16" DOUBLE -TRUNK JUNIPER - N340E 48.78' TO A 10" JUNIPER 05-10-1989 (CS02753) SURVEY BY ROBERT M. KARL, P.L.S. 1642, FOUND 2-1/2' BRASS CAP IN PAVEMENT 1992-1993 CONTROL MARK DATA 17131940, COGRID #163, DESCHUTES COUNTY SURVEYOR'S OFFICE, SHOWS 2 1/2' BRASS CAP IN MONUMENT BOX (REFERENCE NUMBER OCRR 0952) 10-10-1995 (CS12341) SURVEY BY JAMES R. TYE, P.L.S. 1104, FOUND BRASS CAP 05-MI996 (CS12567) SURVEY BY LINDA LEE MILLER, P.L.S. 2513, FOUND 2-1/2' BRASS CAP IN MONUMENT BOX PER OCRR 0952 11-27-2001 (CS14716) SURVEY BY RUSSELL M. KARL JR., P.L.S. 2257, FOUND BRASS CAP IN MONUMENT BOX 12-19-2008 (CS17890) PARTITION PLAT NUMBER 2008-56, BY TIM K. CHAPMAN, P.L.S. 2477, 2-1/2' DIAMETER BRASS CAP IN MONUMENT BOX PER OCRR 952 03-14-2017 (CS19315) SURVEY BY JERRY D. STICHLER, P.L.S. 2527, FOUND 2-1i2" BRASS CAP NOTED PER O.C.R.R. NO. 0952 BY MICHAEL L. TOMPKINS DATED 12/05(1988. HELD THIS SURVEY BY COMMON REPORT. PREDATES 1969 - ORIGIN UNCLEAR. O S/Z3/Zo2.3 REGISTERED PROFESSIONAL LAND SURVEYOR O R E G O N MARCH 8, 2016 JACOB D. POWELL 90744PLS RENEWS: 12/31/2024 OREGON CORNER RESTORATION RECORD SHEET DESCHUTES COUNTY SURVEYOR'S OFFICE 1 WEST 1/4 CORNER SECTION 19 61150 S.E. 27TH STREET BEND, OREGON 97702 PHONE 541-388-6581 T17S, R13E, W.M. OF 00 PROJECT : CT96 DATE:08-23-2023 1DRAWN BY: JDP JKD ICHECKED BY: KRS DESCHUTES COUNTY, OREGON FILE NAME: J: CAD Pro' cts OCRR—CORNER CARDS 17131940 CT96 Dickey & Nelson DWG 17131940 CT96 OCRR.dw